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林沛元, 郭潘峰, 郭成超, 陈立朝, 王复明. 钢板、高聚物、土不同材料界面剪切特性试验研究[J]. 岩土工程学报, 2023, 45(1): 85-93. DOI: 10.11779/CJGE20210845
引用本文: 林沛元, 郭潘峰, 郭成超, 陈立朝, 王复明. 钢板、高聚物、土不同材料界面剪切特性试验研究[J]. 岩土工程学报, 2023, 45(1): 85-93. DOI: 10.11779/CJGE20210845
LIN Peiyuan, GUO Panfeng, GUO Chengchao, CHEN Lichao, WANG Fuming. Experimental study on interfacial shear properties of steel plate, polymer and soil[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 85-93. DOI: 10.11779/CJGE20210845
Citation: LIN Peiyuan, GUO Panfeng, GUO Chengchao, CHEN Lichao, WANG Fuming. Experimental study on interfacial shear properties of steel plate, polymer and soil[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(1): 85-93. DOI: 10.11779/CJGE20210845

钢板、高聚物、土不同材料界面剪切特性试验研究

Experimental study on interfacial shear properties of steel plate, polymer and soil

  • 摘要: 为了研究高聚物与不同介质界面的剪切特性,基于直剪试验,研究了土体含水率、法向应力、界面类型、高聚物密度和成型方式等因素对界面剪切强度的影响。研究结果表明:钢板-高聚物界面破坏形式与其它界面存在差异,呈现脆性破坏。不同界面的剪切强度与高聚物密度、法向应力和土体含水率存在关系。界面的剪应力值随高聚物密度和法向应力的增大而逐渐增大,随含水率的增大而减小。当法向应力和土体含水率一定时,非预成型高聚物-土体界面剪切强度大于预成型高聚物-土体界面,但随着含水率的增大,高聚物成型方式对高聚物-土体界面剪切强度的影响逐渐减小。当其它条件一致时,钢板-高聚物界面、高聚物-土体界面、土体自身和钢板-土体界面的剪切强度依次减小,使用高聚物后,界面抗剪强度分别提高了73%,108%,125%和115%,钢板-高聚物-土体界面的抗剪强度明显优于单纯钢板-土体界面。

     

    Abstract: The shear properties of interfaces between polymer and different media are investigated based on the direct shear tests. The effects of moisture content of soil, normal stress, interface types, polymer density and molding method on the interfacial shear strength are all examined. The results show that the steel plate-polymer interface exhibits brittle failure mode, which is different from that of other interfaces. The shear strength of different interfaces depends upon the polymer density, normal stress and moisture content of soil. The interfacial shear stress increases with the increase of the polymer density and normal stress, but decreases as the moisture content increases. Given the normal stress and moisture content, the shear strength of the non-preformed polymer-soil interface is greater than that of the preformed polymer-soil interface. Nevertheless, with the increase of the moisture content, the influences of polymer-forming methods on the shear strength of the polymer-soil interfaces are gradually weakened. Given other conditions the same, the shear strengths of the steel plate-polymer interface, polymer-soil interface, soil itself, and steel plate-soil interface decrease in order. After using the polymer, the interfacial shear strength is increased by 73%, 108%, 125% and 115%, respectively. The steel plate-polymer-soil interface mechanically outperforms the steel plate-soil interface in terms of the shear strength.

     

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